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Description
  • A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrian with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures withhout and with a tuned mass damper (TMD) at a resonance excitation rising from an alternative pedestrian load are compared. The influence of the pedestrian motion on the bridge structure response is monitored.
  • A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrian with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures withhout and with a tuned mass damper (TMD) at a resonance excitation rising from an alternative pedestrian load are compared. The influence of the pedestrian motion on the bridge structure response is monitored. (en)
Title
  • Light weight structure dynamic characteristic modification using TMD
  • Light weight structure dynamic characteristic modification using TMD (en)
skos:prefLabel
  • Light weight structure dynamic characteristic modification using TMD
  • Light weight structure dynamic characteristic modification using TMD (en)
skos:notation
  • RIV/00216305:26110/08:PU77228!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/08/0275), P(KJB201720602), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 376777
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/08:PU77228
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Pedestrian loading, ANSYS, Transient analysis, Foot bridge, Tuned Mass Damper (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [21B5AE59F245]
http://linked.open...v/mistoKonaniAkce
  • Sofie
http://linked.open...i/riv/mistoVydani
  • Sofie. Bulharsko
http://linked.open...i/riv/nazevZdroje
  • VSU 2008
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Hradil, Petr
  • Kala, Jiří
  • Salajka, Vlastislav
  • Jüttner, Vilém
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-954-331-020-3
http://localhost/t...ganizacniJednotka
  • 26110
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